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HomeMy WebLinkAboutPermit M10-157 - HIGHLINE MEDICAL CENTERHIGHLINE MEDICAL CENTER 12844 MILITARY RD S M10 -157 City AO-Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http:/lwww.ci.tukwila.wa.us MECHANICAL PERMIT Parcel No.: 1623049001 Address: 12844 MILITARY RD S TUKW Project Name: HIGHLINE MEDICAL CENTER Permit Number: M10 -157 Issue Date: 12/22/2010 Permit Expires On: 06/20/2011 Owner: Name: HCH SPECIALTY CENTER Address: ATTN ACCOUNTING DEPT , 12844 MILITARY RD S 98168 Contact Person: Name: RICK ZEHNER Address: 5005 3 AV S , SEATTLE WA 98134 Email: Contractor: Name: MCKINSTRY CO LLC Address: PO BOX 24567 , SEATTLE WA 98134 Contractor License No: MCKINCL942DW Phone: 206 832 -8403 Phone: 206 762 -3311 Expiration Date: 03/16/2012 DESCRIPTION OF WORK: INSTALL A NEW LARGER GENERATOR FUEL TANK IN A NEW LOCATION Value of Mechanical: 105,000.00 Fees Collected: $1,360.81 Type of Fire Protection: SPRINKLERS /AFA International Mechanical Code Edition: 2009 Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit and agree to the conditions on the back of this • ermit. r Signature: Print Name: ! DSO SYDp-C 1) This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Date: \ \ doc: IMC -4/10 M10 -157 Printed: 12 -22 -2010 • • PERMIT CONDITIONS Permit No. M10-1 57 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IMC -4/10 M10 -157 Printed: 12 -22 -2010 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Mechanical Permit No. AA t(0--Al Project No. (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *please print ** SITE LOCATION �L r King Co Assessor's Tax No.: /�PL30Y9 t O( Site Address: (2 1/V l t I / ti 'g4 S Suite Number: Tenant Name: iv'L Qr�ii.0 f'oti�e� New Tenant: Property Owners Name: " fredr. d� �P,,z/7`e Mailing Address: /6 ZS e..de.� /2.01 Ski Floor: ❑ Yes ..No l�iP -te�ti, City State 98fl%!e Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Day Telephone: Mailing Address: ,4 City E -Mail Address: t C-1 -- -- C"i -/Re., fib Q/y+ Fax Number: 4114 State Zip MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: d4v3 %21y eta S 0o - T'zD /eve_ $ Contact Person `�4� .tkti 1.1/erre/L. E -Mail Address'- -ar(cw Si j L,�i.✓s/A , coat Contractor Registration Number:'fe -/C 1,//LYL/ Z) k/ City Day Telephone: Fax Number: Expiration Date: it/. /. <7 State Zip Z-1260- F 32 — -84/03 wry Co/ / Z. ARCHITECT OF RECORD — All plans must be stamped by architect of record Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: State Zip ENGINEER OF RECORD — All plans must be stamped by engineer of record Company Name: " mi 7 t 1 Mailing Address: 5-00_5— 3'44' Contact Person: "' N E -Mail Address `' Fvfe 5 H:\ pplications \Forms- Applications On Line \2010 Applications \7 -2010 - Mechanical Permit Application.doc Revised: 7 -2010 bh City Day Telephone: State Zip J"3z -8qo Fax Number: W6 _6'32 -_✓S 7 " Page I of 2 • Valuation of project (contractor's bid price): $ (O5- Scope of work (please provide detailed information): ....— it ai • Ner✓ Are fe/ 7/44_ ✓!_ /i✓ 6L /'/erg✓ /oe,a,A) U Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric ❑ Gas Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: • Qty 'Unit Type: Qty ,Bioler /Compressor Qty furnace <100k btu air handling unit >10,000 cfm fire damper 0 -3 hp /100,000 btu furnace >100k btu evaporator cooler diffuser 3 -15 hp /500,000 btu floor furnace ventilation fan connected to single duct thermostat 15 -30 hp /1,000,000 btu suspended/wall /floor mounted heater ventilation system wood/gas stove 30-50 hp /1,750,000 btu appliance vent hood and duct emergency generator 50+ hp /1,750,000 btu repair or addition to heat/refrig /cooling system Incinerator - domestic e meical eqgher uipmenchant air handling unit <10,000 cfm incinerator - comm /ind PERMIT APPLICATION'NOTES -- Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 international building code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZE ) AGENT: Signature: Print Name (ate/ S6c /NNI./- Mailing Address: 5-017-5— Date Application Accepted: utio Date: /I /O / O Day Telephone: 240e9 - 83Z- —gte7e0 3 City tun 98/ 3Y State Zip Date Application Expires: to Staff Initials: H:\Applications\Fomts- Applications On Line\2010 Applications \7.2010 - Mechanical Permit Application.doc Revised: 7 -2010 hh Page 2 of 2 of Tukwila. • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: http: //www. ci. tukwila. wa. us SET RECEIPT RECEIPT NO: RI0 -02269 Initials: JEM Payment Date: 11/10/2010 User ID: 1165 Total Payment: 2,013.94 Payee: MCKINSTRY CO. SERVICE ACCOUNT SET ID: S000001446 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount EL10 -0907 -'7M10 -157 TOTAL: 653.13 1,360.81 653.13 TRANSACTION LIST: Type Method Description Amount Payment Check 11174 2,013.94 TOTAL: 2,013.94 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PERMIT - NONR ELECTRICAL PLAN - NONRES MECHANICAL - NONRES PLAN CHECK - NONRES 000.322.101.00.0 000.345.832.00.0 000.322.102.00.0 000.345.830 TOTAL: 522.50 130.63 1,088.65 272.16 2,013.94 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 • AM- /6.7 Project: _ 4r /3//4 ts/Z iWF /.i#,p aese Type of Inspection: ,c7 A> RI Address: A2.--.4 '/'V imitiii1'B9- Date Called: • - Special Instructions: 41// 9i' IJ. ?I/ 6 9 79 - _i DatWanted .+ 4 Requester Phone No: -26 4 -. iQ "4/7ek_ Approved per applicable codes. a Corrections required prior to approval. COMMENTS: ti_dm--V sArpeer Aft r 11-#.,..447 r (3C5 Ilnspec I I REINSFECTION FEE REQUIRE,. Prior to next inspection, fee must be paid at 6300 Southcenter- Blvd.. Suite 100. Call to seheduie reinspection. I Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION R • 6300 Southcenter Blvd., #100, Tukwila. WA 98188. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Alto- Project: X11 -ktir 04 eristevt 1 Type of Inspection: Rd\4k- J _114.Z Address: I2..g31 4, MR.; rook- k. Li Date Called: Special Instructions: . . • , 0 4 g (P3 —oil- - Date Wanted: 12.- 2. 6 --/ t - a.m. p.m. Requester: i Phone No: Wit. — 2_s-5 -O 6, s Approved per applicable codes. • • DCorrections required prior to- approval. • COMMENTS: )4d, 0.1 ';').re(0.0t4,4 vrrartt Ofroos Celle • Date: ITS --.7-09 � • R ION FEE.ROUIRED. iorto' gxt'inspeetion, fee must be • aid 6300 Southcenter Blvd.; Suit 100. Call to sch&dule reinspection. INSPECTION' NUMBE R: INSPECTION. RECORD. Retain a copy with permit. • .111i0- 7 • PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 • 206- 575 -4407 Project: h 5h /ih it e;Mw' I u Type of Inspection: `7..,4re Fire Alarm: _ Address: i 2., pit( Iy) J 1 i • it,,A Suite #: Act Contact Person: Special Instructions: Permits: • ._ Phone No.: • Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0) 77941 .o $ 4/1-5 Needs Shift Inspection: u Sprinklers: Fire Alarm: _ Hood &Duct: Monitor: Pre Fire. Permits: • ._ Occupancy Type: I Inspector: ����� . . Date: i Date: ����'� '� Hrs.: / I. $80.00 REINSPECTION FEE REQUIRED. You/will receive an invoice from City ofZTukwila Finance Department. Call to schedule a •eeinspection: Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 RD etaiii a copy with permit • •- - INSPECTION NUMBER • • 4' PERMIT NUMBERS • CITY OrTUKINILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: -/ 1 g(/' h AA., ilk (2 +3,'„A s c). . Sprinklers: Type...of Inspection: 1 Address: i? eve/ p,/, 1: 11,4 A 6 1,1 Contact Person: Special Instructions: . .. Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: +3,'„A s c). . Sprinklers: • . Fire Alarm: • Hood & Duct: _‘.. Monitor: . .. Permits: — 0 K • -• . . . trd , iv.,..c - / 1 I . PT - . . . A) - - 1. )e; At. r / ' IV. %-, . _ . . • . .. ... _ . ... a . . . . . - ... .,.. .. . .. . . . _ - • . .c. Needs Shift Inspection: • +3,'„A s c). . Sprinklers: • . Fire Alarm: • Hood & Duct: _‘.. Monitor: Pre-Fire: Permits: Occupancy Type: Inspector/k. +3,'„A s c). . : . • . Date: /2 '-. g9 ,. io Hrs.,: ( LII $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from • the City of Tukwila Finance Department. Call, to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 • ." L(11/16/2010) Bill Rambo - 60196244.doc Letter of Transmittal November 15, 2010 RECEIVED NOV 16 2010 PERMIT CENTER ‚57 Washington State Department of Health Construction Review Services 310 Israel Rd. SE Tumwater, WA 98501 PO Box 47852 Olympia, Washington 98504 -7852 www.doh.wa.gov /crs tel. 360 - 236 -2944 fax. 360 - 236 -2901 Project Info: CRS# 60196244 Chapter 246 -320 WAC Hospitals Assigned DOH Reviewer: Facility Administrator: Architect / Engineer: Sprinkler / Contractor: Key People: John Williams john.williams Highline Medical Center Mark Benedum 12844 Military Rd S Tukwila, WA. 98168 (206) 431-5233 mbenedum @highlinemedical.org McKinstry Rick Zehner PO Box 24406 Seattle, WA. 98124 (206) 423 -4195 rickz @mckinstry.com N/A Copies To: ❑ Local Building Official: City of Tukwila ❑ Architect / Engineer: McKinstry ❑ Sub - Contractor: N/A ❑ Sub - Contractor: N/A ❑ Other: N/A ❑ Washington State Patrol, Fire Protection Bureau ❑ CRS File Page 1 of 4 Project location: Local Permit #: Facility Contact: Local AHJ: Fire Alarm Contractor: 12844 Military Rd S Tukwila, WA. 98168 Highline Medical Center Dianne Monroe 16251 Sylvester Rd SW Burien, WA. 98166 (206) 431 -5343 dmunroe @highlinemedical.org City of Tukwila Bob Benedicto 6300 South Center BLvd. STE 100 Tukwila, WA 98188 (206) 431 -3675 bbenedicto@ci.tukwila.wa.us N/A ❑ DOH Child Birth Center Licensing ❑ DOH Office of Accommodations & Res. Care Survey ❑ DOH Office of Investigations & Inspections ❑ DSHS, , Div. Of Alcohol and Substance Abuse ❑ DSHS, , Aging & Adult Services Administration ❑ L &I, Bill Eckroth, Electrical Section ❑ L &I, John Harvey, Factory Assembled Structures Plan Review Comments for Project #60196244 J11/16/2010) Bill Rambo - 60196244.doc ., Other: N/A Copies To: ❑ Local Building Official: City of Tukwila ❑ Architect / Engineer: McKinstry ❑ Sub - Contractor: N/A ❑ Sub - Contractor: N/A ❑ Other: N/A ❑ Washington State Patrol, Fire Protection Bureau ❑ CRS File Other: N/A [1 DOH Child Birth Center Licensing ❑ DOH Office of Accommodations & Res. Care Survey ❑ DOH Office of Investigations & Inspections ❑ DSHS, , Div. Of Alcohol and Substance Abuse ❑ DSHS, , Aging & Adult Services Administration ❑ L &I, Bill Eckroth, Electrical Section ❑ L &1, John Harvey, Factory Assembled Structures Page 2 of 4 Plan Review Comments for Project # 60196244 (11/16/2010) Bill Rambo - 60196244 doc _ -,.. Page 3 Highline Medical Center Chapter 246 -320 WAC Hospitals New Generator Fuel Tank Memo: - Authorized to Begin Construction - The documents have been reviewed and construction can begin without delay, subject to construction permitting from the local building official. The stamped approved copy of the documents shall be kept available on site for survey and inspection staff. The local building official is responsible for building construction permitting and occupancy. Please note the following: • Any changes (incl. change orders or addenda) during construction shall be submitted to the department for review of compliance with applicable codes. • Approval for licensure cannot be given until all construction documents and changes have been reviewed and approved. • You must notify the department when construction is complete, either by the included notification of construction complete (pink card) or by completing the form on the CRS website. Additional instructions may be printed on the pink card. When we receive notification, we will notify DOH Office of Health Care Survey that you have completed the review process and are ready for licensing. • Final licensing approval may be subject to a site inspection by DOH Office of Health Care Survey to verify compliance with Hospital licensing regulations. Page 3 of 4 Plan Review Comments for Project # 60196244 /16/2010) Bill Rambo - 60196244.doc Page 4 , Facility Data Certificate: Facility Name: Highline Medical Center Licensee UBI #: 600305640 Site Address: 12844 Military Rd S Critical Access Facility: ❑ Yes ❑ No Tukwila, WA. 98168 Estimated Date of Occupancy: Currently Occupied A L L Occupancy 1 -2 Group: Construction 2 -A Type: Applicable Code: 2000 NFPA 101 2009 IBC 2006 FGI Guidelines F A Number of Current: Added: Removed: Beds: Total: L I L TCompartmentation Y T y p E S Automatic Fire Sprinkler System: Li Yes LI No Type 13 Automatic Fire Alarm System: ❑ Yes ❑ No req'd: [Yes ❑No Smoke Control System Provided: El Yes ❑No Special Delayed Egress Control: ❑ Yes ❑No Location: Certificate of Need Required: ❑ Yes ❑No CON Approval Granted: ❑ Yes ❑No CON Number : RES IDE NTI AL CAR E FAC ILIT IES ONL Y Number of units: Private occupancy: Two person occupancy: Based on size of rooms used for sleeping Residents Based on size of common rooms Residents Maximum allowable licensable beds: Qualifies for Assisted Living Funding Program ❑ Yes ❑No Number of qualifying units: IS 0 T E S (11/16/2010) Billr Rambo - 60196244.doc The data above is based on the information presented to CRS. Any change in the facility or facility program that causes the above information to be incorrect is subject to review by CRS. Approval for construction is not approval for licensure. A copy of the facility data certificate will be sent to the licensing agency. Page 5 of 4 Plan Review Comments for Project # 60196244 (11/16/2010) Bill Rambo - 60196244.doc Highline Medical Center Chapter 246 -320 WAC Hospitals New Generator Fuel Tank Plan review comments Co Ap No The following comments are based on a revised set received 11/9/2010. m pro t me ved Ap nt pro ID ved 1 © Provide vehicles impact protection meeting the requirements of IFC Section 312 at the new generator fuel tank. Approved 11/10/2010 — See redlined drawings that add two bollards at the fuel tank. See IFC Section 312 for installation details. 2 R Recommend that you review the electrical supply to the generator battery changer. Currently this appears to be provided from normal power. Compliance with the comments above provided by the Department of Health, Construction Review Services, are necessary for this facility to meet the requirements of the applicable licensing regulations found in the Washington State Administrative Code and associated references. These comments do not relieve the facility from the responsibility to meet the requirements of any other applicable federal, state or local regulations. In the event of conflicts between other jurisdictions and these written comments, the most stringent shall apply. (11/16/2010) Bill Rambo - Highline Medical Center #60196244 Page 1 From: "Sanders, Leah N (DOH)" <Leah.Sanders @DOH.WA.GOV> To: "Eckroth, William M (LNI)" <ECKB235 @LNI.WA.GOV >, "Plan, Byron (DOH)" <... Date: 11/15/2010 3:46 PM Subject: Highline Medical Center #60196244 Attachments: 60196244.doc All comments for the attached project have been approved. Please contact Construction Review Services (CRS) at (360) 236 -2944 if you have any questions regarding this letter. Thank you for letting CRS be of service to you! Leah Sanders Permit Technician Department of Health Construction Review Services Phone: 360- 236 -2944 Fax: 360- 236 -2901 Email: leah.sanders @doh.wa.gov < mailto:leah.sanders @doh.wa.gov> Please fill out our Customer Service Survey <https: / /fortress.wa.gov /doh /opinio /s ?s =2902> located on our website at www.doh.wa.gov /crs <http: / /www.doh.wa.gov /crs> ! "Construction Review Services protects and improves the health and safety of people in Washington by providing professional consultation and review for the design and construction of licensed or certified care facilities for our customers." Public Health - Always working for a safer and healthier Washington This message may be confidential. If you received it by mistake, please notify the sender and delete the message. All messages to and from the Department of Health may be disclosed to the public. FILE COPY Permit No., Structural Calculations Permit Re- Submittal Highline Medical Center Fuel Tank Equipment Pad REVIEWED FOR CODE COMPLIAN DOMED DEC 21 2010 12844 Military Rd S Tukwila, WA City of Tukwila BUILDING DIVISION •FRANK• • CIrrWAwu+ DEC 10 YOtu PERMIT CENTER Client: McKinstry Co., LLC Date: December 6, 2010 Project No: 0015 - 2010 -29 CORRECTION T#_L......d. 10 -15'I 4742 42nd Ave SW #297 1 Seattle. WA 98116 1 206.579.8160 1 liz @frankcompany.com Seismic Design Loads (ASCE 7 -05) for attachment of Mechanical Equipment to Slab OCCUPANCY CAT. I Table 1 -1 IMP. FACTOR 1.5 Table 11.5 -1 SITE CLASS d Table 20.3 -1 SEISMIC Rp = 2.5 Table 13.6 -1 DESIGN CATEGORY D 11.6.1.1 ap = 1.0 Table 13.6 -1 Ss = 1.492 S1= 0.514 Fa = 1.00 Table 11.4-1 F„ = 1.50 Table 11.4 -2 hx/r 0.00 at ground level Sos= 0.99 SD1= 0.51 FPuLT= FPASD= 0.239 xW 0.171 xW Vertical Design Loads Criteria ASCE 7 -05 IBC 2006 Tank Wt 59,500 lbs Eqn. 13.3 -1 FPmin= Fp, 0.45 xW 2.39 xW Live Loads Snow (roof) 25 psf Soil Bearing 2500 psf Project: Highline Med Ctr Fuel Tank Date: 11/10/2010 Project #: 0015 - 2010 -29 Design: EAF Sheet: Criteria 1 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.48858 Longitude = - 122.29676 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa= 1.O ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.492 (Ss, Site Class B) 1.0 0.514 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.48858 Longitude = - 122.29676 Spectral Response Accelerations SMs and SM1 SMs= FaxSsand SM1 = FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.492 (SMs, Site Class D) 1.0 0.772 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.48858 Longitude = - 122.29676 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 0.995 (SDs, Site Class D) 1.0 0.514 (SD1, Site Class D) Glee CS (0. WoKK 1,6-5 (CAI SL -61 rOUAI 9-71a!/ . dvPfimr S, a00 .� GQtJ 741vk II W1" or FI.u.1. Tjr"Ig = 60)0G1o# (u x) 8j JT►elP roomy 1I0W 'I314 '13141 7 W — I ,01x1 IN { 2ioi Sn2 p >al7iv4 . Go, o01"- , , 1O -7. : 8 - 2aoop /f "'Ple.DV b - 21000 40.,1T _ 2500 ^ 1. Min 700a 15'n,iy ,D6- /I, "w x /2 "d, 11-'1 U( -eNeD ' 0018' �10(1�= 0.351n2- I 9120V I (2) *-4 50 M Lo N1 (Vibe" XI/2 "i / :f7; wp-) 14 Bo71Pkt ,Fteov) pp (:1 Si• c,J G 13/N Pr43 P , 00d (foj(1 iJ-- 0-1 1421-Pi- ! cow_ sL ;8►) SQL WI 4- e17'OG f i CruLr = 0.239(o4 -� _ /i/.3y14 k -63,6mir 24 O • W oar GA-se- atM h = (12 = ' � I onA- L-0 7z (4) BoL 7 T„t -r 644 = 15 1319 bo 14- • Lokt 1v (() 130 L-T$ e i 'h' q A-13. V✓l3J "OMBIsz EitUt {.or Grp) 1TkiJ - -1 (SEE" s�7T� 5 ,:,a`T/ A.13.:_l_oLfrT10:J 1 • FRANK FRANK CO. 4742 42nd Ave SW #297 Seattle, WA 98116 Ph: 206579.8160 IGk�1N� ML -) Cm -(EL %1K Project Date fi /i z //o 0015-2010 2-61 Pro). No. Design Sheet Job Name Highline Medical Center Fuel Tank Job# 0015 - 2010 -29 Designer EAF Date 11/12/2010 3/4" AB's with 8" embed ANCHOR GEOMETERY AND MATERIAL PROPERTIES 1'c = 3000 (psi) 11)= 0.75 [ACI D4.4] 'min 7 (in) Smallest edge distance Anchor spacing 84 (in) Diameter 0.75 (in) 1= 1 number of anchors in group (number in tension) ASe= 0.44 (in2) Effective cross sectional area of anchor (in2) Head diam. 3.00 (in) *rut= 36000 (psi) Specified tensile strength of anchor strength hef = 8 (in) Embed depth (in) Total width 16 (in) Width of concrete Group or single anchor single If more than one anchor in tension or shear use group vu = 1793 (Ib) N„ = 1536 (Ib) TENSION Ns nA3efct cD= 0.75 ON, = 11928.2 (Ibs) Nominal strength of steel CONCRETE BREAKOUT STRENGTH Ncb =(AN!ANO)Ip2qJ3Nb 0= 0.7 [ACI D5.2.1 (D-4)] ANA 288 (inz ) Projected concrete failure area of an anchor or group of anchors, for calculation of nANct)= 576 (in2) of strength in tension, as defined in, in2 (see D.5.2.1) AN shall not be taken greater than nAN) ANco= 576 (in2) Projected concrete failure area of one anchor, for calculation of strength in tension when not limited by edge distance of spacing (see 5.2.1) Wed,N= 1 Mod. Factor, for strength in tension, to account for anchor groups loaded eccentri- cally (see D.5.2.4) y1c,N= 0.8750 Modification factor, for strength in tension, to account for edge distance smaller than 1.5her (see D.5.2.4) 4cp,N= 1.25 Modification factor, for strength in tension, to account for cracking (see D.5.2.6 and D.5.2.7) 1.25 cast -in 1.4 post - installed kc = 24 24 for cast in anchors 17 for post installed anchors Nb = 29745 (Ibs) Concrete breakout strength in tension of a single anchor in cracked concrete ONcbg = 11387 (Ibs) Nominal concrete breakout strength in tension of a group of anchors ONcb = 11387 (Ibs) Nominal concrete breakout strength in tension of a single anchor 2 CONCRETE PULLOUT STRENGTH Npn= 4Pc,PNp Nominal pullout strenth of a single anchor 0.7 Load at which concrete under anchor begins to crush Abrg = 6.6 (in2) Bearing Area of stud Nip = 159043.128 (Ibs) '4Jo P = 1 1.4 in region of concrete where analysis indicates no cracking (ft <fr) OnNp„ = 111330 (lbs) 1.0 otherwise CONCRETE SIDE -FACE BLOWOUT STRENGTH OF A HEADED ANCHOR IN TENSION Single headed anchor Nsb= 160c(Abrg)112(fo)1 /2 For single headed anchor with deep embedment close to an edge 0.7 (c <.4hef), the nominal side -face blowout shall not exceed Nsb C� = 6 (in) Dist. From center of shaft to edge of concrete in direction of shear C2 = 8 (in) Distance from center of shaft to edge of concrete orthogonal to c1. 3c = 21 (in) c2 <3c ? yes ONsb = 59219 (lbs) Multiple headed anchors with deep embedment. Nsbg (1 +so16c)Nsb c <.4het? no anchor spacing <6c no so = 0 (in) Spacing of the outer anchors along the edge group ONsbg = 110542 (lbs) ON >N ON„ = 11387 (Ib) Nu = 1536 (Ib) SHEAR Vsa = nAsefuta (I)= 0.65 n = 1 number of anchors in shear Asi = 0 (in2) effective cross sectional area of anchor sleeve futsi = 0 (psi) tensile strength of anchor sleeve Built -up grout pads no .8•Vs OVs = 10338 (lbs) For cast in headed studs and post - intalled anchors OVs= n(.6ASef„t) 6203 (lbs) For cast in bolt and hooked bolt anchors PVs= n(.6ASef „t +.4Asif„tsl) 6203 (Ibs) Post installed anchors 3 CONCRETE BREAKOUT STRENGTH OF ANCHOR IN SHEAR Vcb=Avc /Avco 'Ped,Vilic,VVb ,4vc = 192 (in2) Avco = 162 (in2) 11Avco = 162 (in2) projected concrete failure area of an anchor or group of anchors, (see D.6.2.1) Av shall not be taken greater than nAvo projected concrete failure area of one anchor, for calculation strength in shear, whennot limited by corner influences, spacing, or member thickness (see D.6.2.1) .31= 0.7 Cl = 6 (in) Distance in direction of shear to edge. 32 = 8 (in) Distance orthogonal to c1 to edge of concrete 111 V = 1 Eccentrically loaded anchor groups Wed,v = 0.97 4)c,V = 1 See D.6.2.7 le = 6 (in) Vb= 8 (le /do)'2(do)112(fc)112(ca1)1.5 Vb = 8453 (lbs) Breakout strength of a single anchor in cracked concrete shall not exceed Vb Vc = 8172 (Ibs) Vcby Avc'Avco 'Pec,VWed,v 'Vc,vVb Vcbg = 8172 (lbs) Is shear parallel to edge? no 0Vcb = 5720 (lbs) Shear force perpendicular to the edge on a single anchor 0Vcbg = 5720 (lbs) Shear force perpendicular to the edge on a group of anchors CONCRETE PRYOUT Vcp=kcpNcb 0= 0.7 kcp = 2 OVcp = 22773 (lbs) OVn = 5720 (lbs) 1.0 for hef <2.5 in 2.0 for hef '2.5 in INTERACTION OF TENSILE AND SHEAR FORCES (NJ/ N„) <.2 yes 0.13 (V„ /4)V„) <.2 no 0.31 (NA Nn) N„) +(V„ /mV„) < =1.2 0.448 4- M al 1 V 3" OF INSUL ALL AROUND 2" FNPT '3A� INSUL PORT 1 3Ia Ii 5' -10.:" INS PRI TANK • 6'• I„ INS SEC TANK 7' -1; ODIM :0 a, I til 4" FNPT OH• G" FNPT 61K, 4" f- NPT13H• 4" FNPT, INSUL PORT (3B' 31i," •n I0) 8%10" 1' -4' 1'-4' 8" FL, SEC EVENT .3F) \ • i 2" FNPTDMt •. \ I / 1 4 4*FNPT131-0 • Iro >ro LIFT LUG - FS 8' -10" O9) 8" FL, PRI E -VENT Ur `-(50 2" FNPT, MON PORT 1,•7" 3 %7" • BMT E- VENTS LIFT LUG • NS 3'•5" I, 3' -5" 21' -7" INS PRI TANK 22' -1? INS SEC TANK ELEVATION - ONE 5.000 GAL FOR B)4" FNPT, INSUL PORT 04 4' FNPT 3D.12" FNPT 431,..4 2" FNPT 34. " SHIP MK BILL OF MATERIAL SECTION REMARKS 3A' (3B 30 3D, 1 8' ADAPTOR FL 3F. 1 8' ADAMUR I'I ,3H 4 •1- FNPT (FG CPLGI -.31<• I G" FNPT IFG CPLG) .2 2" FNPT (TK FL WI CS PLUG) 4' FNPT (TK FL W/ CS PLUG) 2" FNPT PORT _ INSUL PORT MONITOR PORT PRI E -VENT SEC E -VENT USER USER TIM 3 2' FNPT (FG CPLG) USER 2" FNPT l3A• •., INSUL PORT •3MT DOE: NOT RECOMMEND PRE-SETTING AI ICI IOR BOLTS BASED ON SHOWN DIMENSIONS Al I. EXPOSED FITTINGS TO HAVE THRD OR FL PROTECTORS TOLERANCES OVERALL LENGTH -0"h2" OVERALL WIDTH -0"! 1" OVERALL HEIGHT •'," /•;" CAPACITY -0". / +5% OTHER DIMENSIONS -.;',"/+.:* GENERAL NOTES PAINT TANK -J0 BROWN — MINNEAPOLIS TANK I • NCINE I_HS -F AURICA I ORS -CONS I RUC I OHS - 800.0094tl7Gb www.1): n•Innk.l'ON 1, DESIGN AND CONSTRUCTION PER UL142, STI F941•99, UL 2085. LABELED SWRI. 2. DECALS PER BMT STANDARD. 3. SHOP INSTALL EVENTS. -I. SHOP AIR TEST 1; PSI. 1, INTERIOR: NONE 2. EXTERIOR: BLAST SP -0, PRIME 1 CT FORREST GRAY PRIMER 1.5 -3 MILS OFT. PAINT 1 CT WHITE POLYURETHANE 2.3MILS OFT (3.5 -1 TDFT) t. PRIMARY TANK: PL.:; 2. SECONDARY TANK: PL . 3. WEIGHT o 18,500 LBS (W/ OUT INSUL 13,000LBS) 4. PRIMARY VENT CAPACITY • 354,000 CF /HR 5. SECONDARY VENT CAPACITY • 354,000 CF/HR 5,000 GALLON TANK RECTANGULAR FIREGUARD Tlravin: JC checked: Job o. 0 -2264 Oates 084)5.10 Submtllui :iievl^IOn 0 Sheets. 1 FUEL OIL STORAGE TANK SCHEDULE TAG FOT -1 FOT- DESCRIPTION STORAGE -DAY TANK STORAGE -DAY TANK _ SEFMCE GENERATOR 11 GENERATOR #1 LOCATION OUTSIDE GENERATOR ROOM BASIS OF DESIGN BROWN - MINNEAPOLIS TANK PRYCO - PY100TULDW UL USTING 2085 142 GALLONS 5,000 100 FUELING CONNECTION TOP 5950 21'7 "x 5'10.5 °x5'3.5" NA 1820 36 "x16 °x53" TANK WEIGHT (FULL) LBS IN1 RNAL TANK DIMENSIONS EXTERNAL TANK DIMENSIONS (22'9 "x7'1.25 "x5'11"7) 42'x22 "x61.5' MANHOLE 18° ID WITH 3' FILL 18° ID WITH 3' FILL NORMAL VENT SIZE 3" 2" PRIMARY EMERGENCY VENT SIZE 8" 3° SECONDARY EMERGENCY VENT SIZE 8' 3' FUEL OIL FILL 3' TOP NA FUEL OIL SUPPLY 2" 2" FUEL OIL RETURN 2" 2" GEN. FUEL OIL SUPPLY NA 1' GEN. FUEL OIL RETURN NA 1" GEN. FUEL OIL SUPPLY (FUT) NA 1' GEN. FUEL OIL RETURN (FUT) NA 1' FUEL OIL POUSHER SUPPLY 1' NA FUEL OIL POUSHER RETURN 1" NA FUEL OIL PUMP 1 - SUPPLY NA 2 GPM - 1 /3HP - 7.2 FUEL OIL PUMP 2 - SUPPLY NA 2 GPM - 1/3HP - 7.2 FUEL OIL PUMP 3 - RETURN NA 4 GPM - 1/2 HP - 9. TEMPERATURE GAGE PORT 2" FPT NA MECHANICAL STICK GAGE - SAMPLE PORT 2' FPT 2" FPT TANK LEVEL INDICATION DIAL CLOCK GAGE MAG PROBE MAGNETIC TANK LEVEL INDICATION PROBE NA 4" FPT ANALOG TANK LEVEE PROBE 4' FPT 4" FPT ADDITIONAL BUNG QTY /SIZE (1) 4" FPT SPARE (1) 4" FPT SPARE INT1 tSTITIAL SPACE FUEL LEAK DETECTOR 2" FPT 2" FPT NOTES: 1. TOP FILL WITH 5 GALLON SPILL TANK (FOT -1) 2. SINGLE POPPET FOOT VALVE 3. AIR BREAK IN DROP TUBE TO PREVENT SIPHONING 4. TANK MFR TO PROVIDE SEISMIC CALCULATIONS FOR TANK. 5. EQUIPMENT PAD BY G.C. 4- GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2009 EDITION). 2. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE SEATTLE BUILDING CODE (2009 EDITION). THIS STRUCTURE DOES NOT CONFORM TO PRESENT EARTHQUAKE CODE REQUIREMENTS. IT HAS BEEN ANALYZED AND REINFORCED FOR MINIMUM MAINTENANCE IN ACCORDANCE WITH CHAPTER 34 OF SEATTLE DEPARTMENT OF PLANNING AND DEVELOPMENT AMENDMENTS TO THE INTERNATIONAL BUILDING CODE, AND IS WITHIN THE CURRENT PRACTICE FOR THE RENOVATION OF EXISTING BUILDINGS OF THIS AGE AND TYPE OF CONSTRUCTION. 3. DESIGN LOADING CRITERIA: ROOF ROOF LIVE LOAD 25 PSF 5 . MISCELLANEOUS LOADS MECHANICAL UNITS WEIGHTS FURNISHED BY MANUFACTURER ENVIRONMENTAL LOADS SNOW Ce =1.0, Is =1.0, Ct =1.1, Pg =25 PSF, Pf =20 PSF WIND Iw =1.0, GCpi =0.18, 85 MPH, EXPOSURE "B" EARTHQUAKE ANALYSIS PROCEDURE: NON - STRUCTURAL COMPONENTS SITE CLASS =D, Ss =1.49, Sds =0.99, S1 =0.51, SD1 =0.51, SDC D, Ip =1.5, Ap =1.0 Rp =2.5 SEE PLANS FOR ADDITIONAL LOADING CRITERIA STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE MECHANICAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH MECHANICAL AND STRUCTURAL DRAWINGS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37 -02 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION ". .8. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL AND NOTES SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. 10. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. REINFORCING STEEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION) APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. ._1. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP•DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. QUALITY ASSURANCE 12. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 110 AND 1704 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION CONCRETE CONSTRUCTION SOIL CONDITIONS, FILL PLACEMENT, AND DENSITY EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER TABLE 1704.4 PER TABLE 1704.7 PER MANUFACTURER GEOTECHNICAL 13. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE 2000 PSF LATERAL EARTH PRESSURE (RESTRAINED /UNRESTRAINED) 55 PCF /35 PCF COEFICIENT OF FRICTION (FACTOR OF SAFETY OF 1.5 INCLUDED) 0 3 CONCRETE 14. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905, 1906, AND ACI 301. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: TYPE OF CONSTRUCTION 28 DAY STRENGTH (f'c) A. FOOTINGS & SLABS ON GRADE 3,000 PSI 15. THE MINIMUM AMOUNTS OF CEMENT MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1905.6. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. 1.6. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT FOR FROST - RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE ACI 318 TABLE 4.4.1 MODERATE EXPOSURE, Fl. 17. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy = 60,000 PSI. 18. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315 -99 AND 318 -08. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2' -0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318 -08, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. ._9. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER ( #5 BARS OR SMALLER) . . 1 -1/2" ANCHORAGE 20. EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "KWIK BOLT 3" AS MANUFACTURED BY THE HILTI CORP., INSTALLED IN STRICT ACCORDANCE WITH ICC -ES REPORT NO. ESR -2302, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. STEEL 21. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON: A. AISC 360 AND SECTION 2205.2 OF THE INTERNATIONAL BUILDING CODE. B. MARCH 18, 2005 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES AMENDED AS FOLLOWS. 1. AS NOTED IN THE CONTRACT DOCUMENTS. 2. BY THE DELETION OF PARAGRAPH 4.4.1. 3. REVISE REFERENCE FROM "STRUCTURAL DESIGN DRAWINGS" TO "CONTRACT DOCUMENTS" IN PARAGRAPH 3.1. C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 22. ALL ANCHORS EMBEDDED IN CONCRETE SHALL BE A307 HEADED BOLTS OR A36 THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDDED END. S Jim Haggerton, Mayor Department of Community itevelopme , t Jack Pace, Director November 30, 2010 Rick Zehner McKinstry Co 5005 3rd Av S Seattle, WA 98134 RE: Correction Letter #1 Mechanical Permit Application Number M10 -157 Highline Medical Center —12844 Military Rd S Dear Mr. Zehner, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Fire Departments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Fire Department: Al Metzler at 206 -575 -4407 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenzer service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, c Bill Rambo Permit Technician end File: M10 -157 W:\Permit Center \Correction Letters \2010\M10 -157 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 ® Tukwila, Washington 98188 o Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 • • Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: November 18, 2010 Project Name: Highline Medical Center Permit #: M10 -157 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Plan calls for a concrete slab for the new tank. Provide engineered drawings with calculations for the concrete slab. Engineering shall include Special inspections table. If this is to be done as a separate permit, please indicate on the plan. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • • Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: November 19, 2010 Project Name: Highline Medical Center Address: 12844 Military Rd. S Permit #: M10 -157 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. 1. Per Tukwila Municipal Code; "Installation of above - ground tanks shall be limited to MIC, LI or CLI zones ". The proposed tank location is zoned "MDR ", and therefore is not allowed. 2. A written request for an exception, may be sent to the Fire Marshal. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 575 -4407. No further comments at this time. • • Josh Osborn From: Donald Tomaso [dtomaso @ci.tukwila.wa.us] Sent: Wednesday, December 08, 2010 5:17 PM To: Josh Osborn Cc: Daniel Burns; Rick Zehner Subject: RE: Highline Medical Center Fuel Tank Josh, Highline can proceed with the installation, there will be some requirements for screening of the tank and those will be added on to permit as a condition. Don Don Tomaso Fire Marshal City of Tukwila dtomaso(a�ci.tukwila.wa. us »> "Josh Osborn" <josho ©McKinstry.com> 12/07/2010 9:16 AM »> Fire Marshal Tomaso, Have you had a chance to look into this exception request yet? HMC decided to proceed with this work based on a previous walkthrough with the fire and building department and a verbal confirmation that there were no problems. Based on this they have already made a financial commitment in purchasing the tank to get them up to their required code. It is important to our client to try to finish this project ASAP. Please call me if you can to discuss what we can do to help our client and if there is any possibility of expediting the process for them. Thanks for your time, Josh Osborn Project Manager McKinstry Co. Cell: (206) 510 -4905 Fax: (206) 832 -8646 cnv utc 1 0 2oto paw MOIR CORRECTION LTA/1 Mt0-191 www.mckinstrv.com "For The Life Of Your Building" • • From: Josh Osborn Sent: Friday, December 03, 2010 10:06 AM To: dtomaso @ci.tukwila.wa.us Cc: Rick Zehner Subject: Highline Medical Center Fuel Tank Don, I left you a voice message this morning, but wanted to follow up with an email as well. We are currently working with Highline Medical Center to upgrade their emergency systems to meet DOH code. We are running into a snag however based on the zoning of this hospital as medium density residential and therefore not allowing installation for a fuel tank. I am submittal a formal request for an exception which you should see when you return to the office, but I wanted to check to see if there is any way to expedite this process to help our client. Please call me when you get a chance to discuss. Thanks, Josh Osborn Project Manager McKinstry Co. Cell: (206) 510 -4905 Fax: (206) 832 -8646 www.mckinstrv.com 2 • "For The Life Of Your Building" • • This email is the property of McKinstry or one of its affiliates and may contain confidential and /or privileged information. If you are not the intended recipient or have received this e-mail in error please notify the sender immediately and delete this e-mail. Any unauthorized copying, disclosure or distribution of the material in this e-mail is strictly forbidden. 3 { • • .'r',' fit For,,;Th Ile Of Your Building December 3, 2010 Fire Marshall Don Tomaso Tukwila Fire Department 444 Andover Park E Tukwila, WA 98188 RE: Mechanical Permit # M10 -157 Request for Exception Highline Medical Center - 12844 Military Rd S Fire Marshall Tomaso, This letter is a written request for an exception to the Tukwila Municipal Code for Mechanical Permit # M10 -157. Per TMC the "installation of an above ground tank is limited to MIC, LI or CLI Zones." Despite being a commercial medical facility, Highline Medical Center resides in an MDR "medium density residential" zone and therefore is not allowed to have an above ground storage tank installed on the premises. We are requesting an exception as the installation of a new fuel storage tank is essential at this location to bring the Highline Medical Center's emergency generator systems up to DOH code requirements. DOH Code requires that a hospital shall be able to operate without interruption for a minimum of 96 hours in the case of a power failure. In order to bring the facility up to DOH code we are replacing the existing emergency generator 200 gallon fuel storage tank with a 5000 gallon fuel storage tank and a 100 gallon day tank so that it can meet run -time requirements. Attached to this letter are the mechanical drawings and tank data for the proposed system at Highline Medical Center for your reference. These plans have been designed in accordance with the 2006 International Fire Code, 2006 International Building Code and NFPA 30. In addition, this scope of work has been reviewed and approved by the DOH. Should there be any questions, please contact myself at (206) 510 -4905 or Rick Zehner at (206) 423- 4195. We anticipate that upon review you will find that this installation is essential for the support systems of the hospital, while falling in line with the intent of the Tukwila Municipal Code. Thanks for your consideration, Josh Osborn Project Manager McKinstry Co. (206) 510 -4905 5005 3rd Avenue South • Seattle, WA 98134 • 206.762.3311 • FAX 206.762.2624 Colorado • California • Idaho • Kansas • Minnesota • Montana • Oregon • Texas • Washington • Wisconsin 110 PERMIT COORD COPIi PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: M10 -157 DATE: 12/10/10 PROJECT NAME: HIGHLINE MEDICAL CENTER SITE ADDRESS: 12844 MILITARY RD S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: tuilding'D'vision Public Works t Fyn Ditto Fire Preven on Structural Planning Division n ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete kr Comments: Incomplete Ti DUE DATE: 12/14/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route rK Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 01/11/11 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 � JERmii COoROC6PY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -157 DATE: 11/10/10 PROJECT NAME: HIGHLINE MEDICAL CENTER SITE ADDRESS: 12844 MILITARY RD S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPAR MENT : 4.0 udin 'vision Public Works VA Aev\C% ire Prevention Planning Division ❑ Structural U Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 11/16/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) J Notation: REVIEWER'S INITIALS: DUE DATE: 12/09/10 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: (I -30- I 0 Bldg— Fire Ping ❑ PW ❑ Staff Initials: �� Documents/routing slip.doc 2 -28 -02 I City of Tukwila Steven M Mullet, Mayor Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tulovila.lva.us REVISIC Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: El Response to Incomplete Letter ti Z Response to Correction Letter # 1 Revision after Permit is Issued Ej Revision requested by a City Building inspector or Plans Examiner Plan Check/Permit Number: M 1 0- 1 57 Project Name: Highline Medical Center Project Address: 12844 Military .Rd S 1 0 2010 orrvItgigereilivp401A DEC PERMIT r, Contact Person: j05- OSIS)(121■1 Phone Number: 6 .J) 0 -qqa.s Summary of Revision: 12F-VIE...70 1114 A-'i!0_,__NA■s,a. 5 c-ce. ceer\--E- city° t5--0 c) F--o■elY\ick ID (tolIK) ke,?1::: (:)4.--N Sheet Number(s): S‘,., "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applicanonsklorms-applications on linekrevision submittal Created 8-13-2004 Revised: Contractors or Tradespeople Peter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name MCKINSTRY CO LLC UBI No. 602569922 Phone 2067623311 Status Active Address Po Box 24567 License No. MCKINCL942DW Suite /Apt. License Type Construction Contractor City Seattle Effective Date 3/16/2006 State WA Expiration Date 3/16/2012 Zip 98134 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LYDIGML901JLLYDIG+ MCKINSTRY LLC Construction Contractor General Unused 4/13/2010 4/13/2012 Active WESTVI'121RFWESTVENTINC Partner /Member Construction Contractor General Unused 12/6/1988 9/1/1994 Archived MCKIN "372ND MCKINSTRY CO Construction Contractor General Unused 8/20/1963 1/2/2008 Re Licensed Business Owner Information Name Role Effective Date Expiration Date PEDERSEN, JAMIE D Agent 03/16/2006 Bond Amount ALLEN, DEAN CHARLES Partner /Member 03/16/2006 929511574 MOORE, DOUGLAS JAMES Partner /Member 03/16/2006 ALLEN, DAVID EDWARD Partner /Member 03/16/2006 TRAVELERS CAS & SURETY CO TEPLICKY, JOSEPH WILLIAM Partner /Member 03/16/2006 03/01/2011 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 WESTERN SURETY CO 929511574 09/09/2010 Until Cancelled $12,000.00 09/02/2010 1 TRAVELERS CAS & SURETY CO 104702039 01/03/2006 Until Cancelled 03/01/2011 $12,000.0003/16 /2006 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 4 ZURICH AMERICAN INS CO GLA3999903 01/31/2011 01/31/2012 $2,000,000.00 12/20/2010 3 ZURICH AMERICAN INS CO CP0399990301 01/31/2009 01/31/2011 $2,000,000.00 12/07/2009 2 ZURICH AMERICAN INS CO CP03999903 01/31/2008 01/31/2009 $2,000,000.00 01/31/2008 1 CHARTER OAK FIRE INS CO DTC052D7193C0F0701/31/2006 01/31/2009 $1,000,000.00 01 /08/2008 https://fortress.wa.gov/lniThbip/Print.aspx 12/22/2010 CODE SUMMARY GOVERNING CODES: 2009 INTERNATIONAL FIRE CODE (IFC) A) CHAPTER 6 - FUEL -FIRED APPLIANCES B) CHAPTER 34 - FLAMMABLE UQUIDS AND COMBUSTIBLES B) CHAPTER 34 - FLAMMABLE LIQUIDS AND COMBUSTIBLES NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) A) CHAPTER 13 - STANDARD FOR INSTALLATION OF FIRE SPRINKERS (2010) B) CHAPTER 30 - FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE (2008) C) CHAPTER 31 - STANDARD FOR INSTALLATION OF OIL BURNING EQUIPMENT 2009 INTERNATIONAL MECHANICAL CODE (IMC) A) SECTION 915 B) CHAPTER 13 2009 INTERNATIONAL BUILDING CODE (IBC) A) CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION B) CHAPTER 4 - SPECIAL USE AND OCCUPANCY 1999 AMERICAN PETROLEUM INSTITUTE (API) A) 2028 - FLAME ARRESTERS IN PIPING SYSTEMS. DIESEL FUEL CLASSIFICATION - PER CRC ENGINEERING HANDBOOK, FLASH POINT BETWEEN 100'F AND 140'F. THEREFORE CLASS II (IFC SECTION 3402.1 DEFINMONS). SIGNAGE; (IFC 3404.2.3) TANKS SHALL BE LABELED AND SIGNED. CONSTRUCTION: (IFC 3404.3.7) TANKS SHALL BE CONSTRUCTED PER NFPA 30. SECONDARY CONTAINMENT: ABOVE GROUND PROTECTED TANKS SHALL BE PROVIDED WITH SECONDARY CONTAINMENT, DRAINAGE CONTROL OR DIKING TAW SECTION 2704.2. (NFPA 3404.2.9.7.4) TANK VENTING: A) VENT UNE FLAME ARRESTORS: (IFC 3404.2.7.3.2 / 3404.2.9.7.3 do NFPA 3404.2.9.7.2) VENT -UNE FLAME ARRESTORS AND VENTING DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH TO NORMAL VENTS. (2006) B) LOCATION: (IFC 3404.2.7.3.2) 12 FT. ABOVE GRADE, 5 FT. AWAY FROM OPENINGS, NOT UNDER FUEL SYSTEM ALARM SEQUENCE FOT -1 (FUEL OIL STORAGE TANK) FUEL HIGH LEVEL ALARM ON 90% FUEL INDICATION, LAMP FLASHES ON AT FUEL TANK CONTROLLER (TLC -1) AND AUDIBLE ALARM SOUNDS. THEIR USTING. USE OF FLAME ARRESTORS SHALL BE IN ACCORDANCE WITH API 2028. APPLIES MECHANICAL SHUT -OFF AT 95% FULL BY OVERFILL PREVENTION VALVE LOCATED INSIDE FUEL TANK. IN VAPOR DISPERSION. C) EMERGENCY VENTS: 1. (IFC 3404.2.7.4) STATIONARY ABOVE GROUND TANKS SHALL BE EQUIPPED WITH ADDITIONAL VENTING TO REUEVE EXCESS PRESSURE CAUSED BY EXPOSURE TO FIRES. CLASS I, II, III AND UQUIDS SHALL NOT DISCHAREG INSIDE BUILDINGS. THE VENTING SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 22.7 OF NFPA 30. 2. (NFPA 30 APPENDIX B) EMERGENCY REUEF VENTING FOR ARE EXPOSURE TO ABOVE GROUND TANKS & NFPA 30 SECTION 2.2.5.2. TANK FILLING; A) FILL LOCATIONS: (NFPA 30 4.3.3.4.5, IFC 3404.2.7.5.6) FILLING AND EMPTYING AND VAPOR RECOVERY CONNECTIONS FOR CLASS I, II, IIIA UQUIDS THAT ARE CONNECTED AND DISCONNECTED SHALL BE LOCATED OUTSIDE OF BUILDINGS AT A LOCATION FREE FROM ANY SOURCE OF IGNRION AND NOT LESS THAN 5 FEET AWAY FROM ANY BUILDING OPENING. SUCH CONNECTIONS SHALL BE CLOSED AND UQUID TIGHT WHEN NOT IN USE AND SHALL BE PROPERLY IDENTIFIED. FUEL HIGH LEVEL SHUT -OFF AWNINGS. VENT SHALL DISCHARGE HORIZONTALLY AWAY FROM CLOSE ADJACENT WALLS TO ASSIST ON INDICATION OF LEAK IN INTERSTITIAL TANK SPACE, VISUAL AND AUDIBLE ALARM GENERATED AT DAY TANK FUEL OIL CONTROL PANEL (TLC -2). ON INDICATION OF LEAK IN CONTAINMENT PIPING, VISUAL AND AUDIBLE ALARM GENERATED AT DAY TANK FUEL OIL CONTROL PANEL (TLC -2). FUEL LEAK STORAGE TANK FUEL LEAK (DOUBLE CONTAINED PIPE) FOT -2 (GENERATOR DAY TANK) SEQUENCES PERFORMED BY THE TANK LEVEL CONTROLLER (TLC -2) FUEL LOW LEVEL ALARM FUEL LOW LOW LEVEL ALARM ON 50% LEVEL INDICATION, NORMALLY CLOSED SOLENOID VALVE OPENS AND LEAD FUEL TRANSFER PUMP STARTS. UGHT ON PUMP PANEL ILLUMINATES INDICATING LEVEL ON 40% LEVEL INDICATION NORMALLY CLOSED SOLENOID VALVE OPENS AND LAG FUEL TRANSFER PUMP STARTS. UGHT ON PUMP PANEL ILLUMINATES INDICATING LEVEL FUEL LOW SAFETY SHUTDOWN ON 5% LEVEL (ADJ) INDICATION, HARDWIRED SAFETY SHUTDOWN TO EXISTING GENERATOR PANEL SHUTS DOWN GENERATOR. ON 90% FUEL INDICATION, ALL PUMPS STOP AND SOLENOID VALVES CLOSE. LAMP ON TLC -2 PANEL ILLUMINATES INDICATING LEVEL FUEL HIGH LEVEL ALARM FUEL HIGH LEVEL SHUT -OFF ON 95% LEVEL INDICATION, FUEL RETURN PUMP STARTS AND PUMPS DAY TANK LEVEL DOWN TO 90%. FUEL RETURNS TO STORAGE TANK FOT -1. UGHT ILLUMINATES ON PUMP TLC -2 PANEL INDICATING LEVEL FUEL LEAK DAY TANK ON INDICATION OF LEAK IN INTERSTITIAL TANK SPACE, VISUAL AND AUDIBLE ALARM GENERATED AT TLC -2 GENERAL ALARM ON INDICATION OF LEAKS, PUMP FAILURES, OR A GENERAL ALARM FROM THE FUEL POUSHER, AN GENERAL ALARM FROM TLC -2 IS GENERATED AND COMMUNICATED WITH THE BUILDING BMS. THE BUILDING BMS ALARM IS AVAILABLE AT THE ENGINEER'S OFFICE AND 24 / 7 DESK. FUEL OIL TANKS B) OVERFILL PREVENTION (IFC 3404.2.7.5.8 / 3404.2.9.7.6) PROTECTED ABOVE GROUND TANKS SHALL NOT BE FILLED IN EXCESS OF 95% OF CAPACITY. AN OVERFILL PREVENTION DEVICE SHALL BE PROVIDED FOR EACH TANK. SYSTEM SHALL AT 90 % NOTIFY PERSON FILLING OF LEVEL AND AT 95% AUTOMATICALLY SHUT DOWN FLOW. C) SIGNAGE: (IFC 3404.2.9.7.6.1) A PERMANENT SIGN SHALL BE PLACED AT FILL POINT OF TANK DOCUMENTING THE FILL PROCEDURE. D) FILL PIPE CONNECTIONS: (IFC 3404.2.9.7.7) THE FILL PIPE SHALL BE PROVIDED WITH A MEANS OF A DIRECT CONNECTION TO THE DELIVERY HOSE WITHOUT BEING EXPOSED TO OPEN AIR DURING DELIVERY. IF THE FILL PIPE EXTENDS BELOW THE TOP OF THE TANK AND CHECK VALVE SHALL BE INSTALLED NOT MORE THAN 12 INCHES FROM THE FILL HOSE CONNECTION. E) SPILL CONTAINERS: (IFC 3404.2.9.7.8) A SPILL CONTAINER OF NOT LESS THAN 5 GALLONS IS REQUIRED. F) ANTI- SIPHON DEVICES: APPROVED ANTI- SIPHON DEVICES SHALL BE INSTALLED IN EACH EXTERNAL PIPE CONNECTED TO THE PROTECTED ABOVE GROUND TANK WHEN THE PIPE EXTENDS BELOW THE LEVEL OF THE TOP OF THE TANK. TANK TESTING; TANKS SHALL BE TESTED AND MARKED IN ACCORDANCE TO NFPA 30 SECTION 2.4. HORIZONTAL TANKS TESTED NOT LESS THAN 3 PSI AND NOT MORE THAN 5 PSI. VERTICAL TANKS SHALL BE TESTED NOT LESS THAN 1.5 PSI AND NOT LESS THAN 2.5 PSI. (NFPA 30 2.4.2.1). FIRE EXTINGUISHER; A MINIMUM OF ONE APPROVED PORTABLE FIRE EXTINGUISHER COMPLYING WITH SECTION 906 AND HAVING A RATING OF NOT LESS THAN 20 -B SHALL BE LOCATED NOT LESS THAN 10 FEET OR MORE THAN 50 FEET FROM STORAGE TANK. (CODE INTERPRETATION). PROTECTED ABOVEGROUND TANK UL 2085 OR AND EQUIVALENT TEST PROCEDURE THAT CONSSTS OF A PRIMARY TANK PROVIDED WITH PROTECTION FROM PHYSICAL DAMAGE AND FIRE- RESMVE PROTECTION FROM EXPOSURE TO A HIGH INTENSIDY UQUID POOL FIRE (NFPA 31 3OVUROUND STORAGE TANK THAT IS USTED IN ACCORDANE WITH OUTSIDE STORAGE; A) (IFC 603.3.1) WHERE CONNECTED TO FUEL - PIPING SYSTEM, THE MAXIMUM AMOUNT OF FUEL OIL STORAGE ALLOWED OUTSIDE ABOVE GROUND IS 660 GALLONS. THE STORAGE OF FUEL AMOUNTS ABOVE 660 GALLONS SHALL COMPLY WITH NFPA 31. B) ABOVE GROUND TANKS SHALL COMPLY WITH IFC SECTIONS 3404.2.9.6.1 THROUGH 3404.2.9.6.3 C) ABOVE GROUND TANKS SHALL COMPLY WITH NFPA 30 CHAPTER 2 - TANK STORAGE D) LOCATIONS WITH RESPECT TO PROPERTY UNES AND IMPORTANT BUILDINGS ON SAME PROPERTY TABLE 2.4.2.1.1(A) NFPA 30. 5' FROM NEAREST IMPORTANT BUILDING ON SAME PROPERTY FOR UP TO 30,000 GALLONS STORAGE. PROTECTED TANKS MAY BE LOCATED 1/2 THE DISTANCE USTED IN TABLE 22.4.1.1(B). INDOOR STORAGE A) (IFC 603.3) FUEL OIL STORAGE INSIDE BUILDINGS SHALL COMPLY WITH SECTIONS 603.2.1 THROUGH 603.3.2.5 OR CHAPTER 34. EXCEPTIONS FOR STORAGE ABOVE 660 GALLONS PER 603.3.2.1 B) (IBC TABLE 307.7.1) - TABLE OF MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD. SEE EXCEPTION D TO INCREASE ALLOWED STORAGE QUANTITY IF FIRE SPRINKLERS ARE INSTALLED, C) ABOVE GROUND TANKS SHALL COMPLY WITH NFPA 30 CHAPTER 2 - TANK STORAGE D) HAZARDOUS MATERIALS ALLOWANCES (IBC SECTION 414). REDUCTION OF ALLOWED STORAGE PER TANK LOCATION IN RELATION TO GRADE FLOOR LEVEL TABLE 414.2.2 E) OCCUPANCY SEPARATION REQUIREMENTS TO ADJACENT SPACES PER IBC TABLE 508.4 F) TANKS STORING CLASS I, II, IIIA UQUIDS INSIDE BUILDINGS SHALL BE EQUIPPED WITH A DEVICE OR OTHER MEANS TO PREVENT OVERFLOW INTO THE BUILDING VIA A FLOAT VALVE, LOW HEAD RETURN PUMP OR OVERFLOW PIPE TO AN APPROVED LOCATION. (3404.2.9.5) V IA :> O(• CONNECT TO EXIST 4" FDC. ROUTE PIPE ALONG WALL OVER WINDOWS TO NEW LOCATION. PAINT TO MATCH BLDG. L1 DOUBLE WALL PIPE TERMINATION IN BASEMENT (TYP) LEAK SENSOR ., CONCRETE PAD \ BY OTHERS DRAWING INDEX SHEET NO. SHEET TITLE M2.0 LEVEL 1 MECHANICAL PLAN M6.0 FUEL OIL PIPING DIAGRAM AND DETAILS M7.0 MECHANICAL SCHEDULES KEY NOTES 01 INFECTIOUS CONTROL PERMIT NOT REQUIRED. SEE SCOPE NARRATIVE. 0 INFECTIOUS CONTROL AREA. SEE SCOPE NARRATIVE. (E)GENERATOR 14 GEN::. ?'AT()R ROOM OFF OFF Psi, ,.I. F :I:Sl/ .._S M' H1 7EMEN I •..... ............................... ea Nutil s ^� 6 f fh5• �� ........................ 3" EMERGENCY VENTS 2" NORMAL VENT WI FLAME ARRESTOR ALL VENTS 12' ABOVE GRADE AND 5' FROM BLDG OPENINGS FOT -2 (100 GAL) FOP -1 FOP -2 FOP -3 TLC -2 SEE DETAIL 4/ M6.0 DEMO EXIST FOT I AREA OF WORK FIRE -CAULK All PENETRATIONS TO MAINTAIN REQUIRED ROOM SEPARATION 2" FOS & 2* FOR I SOCKET WELDED. LOCATE ABOVE CEILING I SEE DETAIL 1/M6.0 FOR PIPING DIAGRAM DOUBLE CONTAINMENT -DN THRU SLAB TO BASEMENT BELOW. DEMO AND RELOCATE EXIST. EMERGENCY LOW PRESSURE GASEOUS OXYGEN CONNECTION 2" 02 ANNUNCIATOR (FUEL FLL LEVEL) VERTICAL RISER AND CONNECTION TO BE PAINTED RED ■ RELOCATE EXISTING EMERGENCY GASEOUS OXYGEN FILL STATION TO LOCATION SHOWN. RELOCATE EXISTING METAL PROTECTIVE PIPE CAP. LOCATE 5'0" ABOVE GRADE. SEE DETAIL 5/M6.0 FPS -1 FUEL POUSHER FOT -1 3" FUEL FILL /// W/ SPILL CONTAINMENT CHAIN UNK FENCE MIN 30" FROM PAD -8" EMERG. 5000 GALLON VENTS 1881 X 102"W X 74 "H ( 2) UL -2085 DOUBLE WALL ABOVEGROUND SEE DETAIL 1/M6.0 -.3" NORMAL VENT 12' ABOVE GRADE 1 HOSPITAL EAST WING PROTECTIVE BOLLARD OR EQUAL BY OTHERS RELOCATE 4" ARE DEPARTMENT STORZ CONNECTION O 36" TO 48" ABOVE GRADE AND O 30' DOWNWARD BEND WITH KNOX LOCKING CAP. LOCATION AND SCOPE REVIEWED WITH FIRE MARSHALL. EXISTING STRIPED FIRE LANE CONFIRM EXISTING UTILITY SERVICE (APPROX LOCATION) M2.0 SCALE: 1/8' =1'O" NOTES: 1. PROTECTED FUEL OIL STORAGE TANK LOCATION ALLOWED TO BE 2.5' AWAY FROM NEAREST SIDE OF BUILDING PER TABLES 22.4.1.1(A) AND 22.4.1.1(B) NFPA 30 (2008). 2. LOCATE ALL UTILITIES PRIOR TO INSTAWNG FUEL OIL TANK. 3. FOT -1 GREATER THAN 50' FROM BULK OXYGEN STORAGE PER WAC 296 -24 -32003 FILE COPY Permit No. 1 S Plan review approval is subject to errors and omissions. 1,r .��rc =��a! of construction documents does inaace. Receipt violation of any adopted code or ci approved !d = f : d conditions is acknowledged: By Date: n City Of Tukwila BUILDING DIVISION SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical LI'iectrical 13�P umbing G'lrGas Piping City of Tukwila BUILDING DIVISION REVISIONS No &+ances shall be made to the scope of work without prior approval of Tukwila Building Division. MDT2:13cv,sions will require a new plan submittal and may include additional plan review fees. R{�VIDNEp A CE CODE COM DEG Zu sd City of Tukwila BUILDING DIVISION LIQUID OXYGEN STORAGE TANK. APPROX 40' FROM BLDG & 60' FROM FOT -1 CITY OF TUKWILA NOV 1 U 2010 PERMIT CENTER 5'I PROJECT: For Th instry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 16790 NE MASON ST PORTTAND, OR 97230 503- 331 -0234 www.mckinstry.com HIGHLINE MEDICAL CENTER GENERATOR FUEL TANK 12844 MILITARY RD. S TUKWILA, WA 98168 REGISTRATION: REVISIONS: 11/4/10 11/9/10 PERMIT DOCUMENTS - DOH CITY OF TUKWILA - DOH NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING D. HOLTAN C. GROTHE M. WEBB 60511 11/4/10 AS SHOWN HIGHLINE MEDICAL CENTER GENERATOR FUEL TANK SHEET NUMBER: M2.0 TLC -1 PRIMING /AIR VENT —\ VALVES WITH CAPS FOT 1 5000 GALLONS at- ............ CLOCK GAUGE — 3 " TOP FILL WITH 5 GALLON OVERFLOW CONTAINMENT TANK LEVEL CONTROL PANEL WITH ANNUNCIATION TLC -1 OVERFLOW PREVENTION VALVE (95%) DROP TUBE WITH DIFFUSER EQUIPMENT PAD BY OTHERS FUEL POUSHER FPS -1 DOUBLE WALL OD PIPE BELOW GROUND —r NORMAL VENT WITH FLAME ARRESTOR 12' ABOVE GRADE T MANUAL STICK GAL PORT di I'-2- FOS V 2" FOR 8" PRIMARY /SECONDARY E -VENT a 2" ANTI - SIPHON VALVE 3/4" HOLE ABOVE FILL LEVEL FOR SIPHON PROTECTION GROUNDING LU -? 2 FOR —1 2' FOS �1' FOCS �1" FOCR — SEISMIC TIE -DOWN AS REQ BY STRUCTURAL (TYP) 2" DROP TUBE 6' OFF BOTTOM CUT 0 45 DEGREE ANGLE BY MC 1" DROP TUBE 6" OFF BOTTOM CUT 0 — 45 DEGREE ANGLE BY MC CFUEL OIL STORAGE TANK DETAIL NOT TO SCALE NOTES: 1. U.L 2085 DOUBLE WALL PROTECTED TANK. 2. 5000 GALLON CAPACITY. 3. IFC LABELING KIT FOR DIESEL 4. FUEL SPILL CONTAINER WITH 5 GALLON CAPACITY. 5. FUEL FIWNG INSTRUCTIONS TO BE LAMINATED AT TANK. 6. NORMAL VENT TO BE 12' ABOVE GRADE. FPS -1 SINGLE POPPET FOOT VALVE INTEGRAL LEAK SENSOR LEAK SENSOR ALARM TO TLC -2 .s. DOUBLE WALLED PIPE PENETRATION WITH UNK -SEAL PRIMING /AIR VENT VALVE WITH CAP SLOPE MAIN FLOOR LEGEND 1/4 TURN BALL VALVE CHECK VALVE SOLENOID VALVE FUSIBLE EMERGENCY VALVE 165 F SOLENOID VALVE WITH MANUAL OVER -RIDE UQUID LEVEL SWITCH BASKET STRAINER FUEL RATED FLEX HOSE C DESIGNATIONS FLOW SWITCH DIFFERENTIAL PRESSURE SWITCH DOUBLE POPPETED FOOT VALVE FLEXIBLE CONNECTOR ANTI SIPHON VALVE FOS - FUEL OIL SUPPLY FOF - FUEL OIL FILL FOR - FUEL OIL RETURN FOCS - FUEL OIL CLEANING SUPPLY FOCR - FUEL OIL CLEANING RETURN RN - FUEL OIL VENT WIRING BACK TO FOCP SLOPE OYP 2) LEAK SENSOR 2' FOS /R (SOCKET AT DOUBLE WALL PIPE PENETRATION T) DRAIN VALVE AND CAP AT CONTAINMENT TERMINATION BASEMENT FIRE EXTINGUISHER U.L LISTED FLEX HOSE (TYP 2) TLC -2 -2" FOR 2' FOS _ _ lIE II1 II1 93P-3 II I FOP -1 FOP -2 FOT -2 100 GALLONS 3/4" FOR 3/4" FOS FUEL OIL PIPING DIAGRAM NOT TO SCALE NOT TO SCALE Y E -10• i ,y, 1 -4Y, 8 ,0. SILL OF MATERIAL HI 3 NO SECTION REMARKS Fib .• r NPT , 7 -.� 4'•FNPT )•\ ii ";5,SEC £ -vCNT :hf., ... 1 \ t �3[�a "iL,P }IF -V NI J Im 4' FNP "s; Iksul. PORT 4`" (I4 2 P :MST UNISTRUTX4. -0 4 a- yX1f.R&WSVOMIT i3` 2 2 " FNPT ("KFLW%CSPUIO) INSUL PORT �3 2 4 " FNPT (IX FL ,CSPLU(i) INSk,ILPORT !G 1 2" FNf'r MONITOR PORT L 3i�; 1 1 I 8•' ADAPTOR FL 8" ADAPTOR FL 3" FNPT (FG CPLG) PRI EVENT SEE` £ -VENT USER 1 I ." z.� , , t� FNPT r'2' F "JPr 'r 4''NPT F ,, ?" FNPT 6:4\.„ ` � - _ _mss ! :••' I ` a-1 ' b 4" FNPT (FG CPLG) USI R �. \ - - - - - - �` 2' FNPT -..„, `• ' _ I k _� -� ! _ _ _ 3 2" FNPT (FG CPLG) USER 2 4" FriPTO3 °..t, - 4A 1 END LADDER I r' I I `, ,44' FNPT Jl - _ _ -_ - J 4' FNPT, INSUL POTiT'(31 Q-"' n n it c f `"i � 4" FNPT ' , \. 2" FNPT, MON PORT 5 -gX1 R'A'W• r\ 11 "1r" -a 'II.. ' LIFT IUD -FS••\ T .� �y •" '" . f'MT f -v[ NTS .oIFT LUG •NS it: • -• /.4A I ..3'OFI::SUL ilk cl € ) `'':''' r- o ALL AROUND FUEL- FILTRATION tt' uT z Y L'i r to u' : I -- I 1'4 .. ` -I I I I "� + II 2 ENPTr A ' ib i L -4- -L INSi1l• >'ORT . 2" FNPTC4 INSi1.PORT S!'jf a` -10�" INS PRI TANK iris' i' -5'' 34i" I r -io " Si' 2v-7' INNS PRI TANK ( §" , Pte' IVES GTNNK ., 2Z-<€0,1" INSSECTANK T- "ODIM ELEVATION - ONE S,OSOGAL FOR -EMT DOES NOT RECOMMEND PRE-SETTING TO1,FRANCES %//I%j%�//li. % / % %O / / /%i BROWN-MINNEAPOLIS TANK ANCHOR SOL.TS BASED ON SHOWN DIMENSIONS OVERALL LENGTH -6,13,2" OVERALL WIDTH -3":41" ALL EXPOSED FITTINGS. 'TO HAVE THRD OR FL OVE BALL I _I( fr 4:".14;" ' APAL:ITY - 0":4455e OTHER DIMENSIONS .0. - -mg' EN Nitr:RS -FALV ICATORS- DON,TR:ICTC /k3 PROTECTORS ••aria yio GENERAL. NOTES PAINT TANK 1- twil-WA•r.'* wW ixot-turkcb'I 1, DESION AND CONSTRUCTION PER uL142, SrI P641416, UL. 2055, LABELED SsNRI, 2. DECALS PER Er:14T STANDARD. 3. SHOP INSTA €l. E.-VENTS. 4. SFIOP AIR TEST 13 PSI. 1. INTERIOR: NONE 2. EXTERIOR: BLAST SPA, PRIME 1 CT- FORREST CRAY PRIMER 1.5-3 MILS OFT, PAINT 1 CT WHITE POLYLRF,TNANE 2-3MI1,.S EFT (3,5-6 TOM') +. PRIMARY TANK: Elk -- atiYlf,1 ,c JO 41 22638 2. SECONDARY TANK: PLA" 5,000 GALLON TANK cj k4dl 3. WEIGHT - 18,.566 LESS (Warr INSUL 13,0t41.SS) 4. PRIMARY VENT CAPACITY - 354.600 CF /FIR a, , 11-E11-16 groat 5. SF:CONDARYvENrCAPACRY-354,0ocE R RECTANGULAR FIREGUARD t4t€MltaGRnvltHm METAL PROTECTIVE PIPE COVER EMERGENCY GASEOUS OXYGEN CONNECTION STATION WITH LOCKING COVER FUEL OIL STORAGE TANK DETAIL NOT TO SCALE 2" 02 IN CEILING RELIEF VALVE VENT TO ATMOSHPHERE CAP EXISTING EMERGENCY GASEOUS OXYGEN FILL 02 FROM BULK STORAGE TO HOSPITAL EMERGENCY GASEOUS OXYGEN CONNECTION NOT TO SCALE (E) SPRINKLERS BASEMENT GENERATOR ROOM 47 1/2" FOS & FOR TO GENERATOR 3/4" CHECK VALVE MANUAL DIPSTICK LEVEL PROBE WITH (5) HEIGHTS LEAK SENSOR GENERATOR 11 260 KW (EXIST) SINGLE BASKET FUEL OIL STRAINER /FILTER NATIONAL SPENCER INS020 BALL VALVE FUSIBLE UNK VALVE 2" FOS r I TLC -2 (2" FOR T 461-0 -161- 0 I 16I- ®-L6I- FOP -2 II I FOP -3 TT DROP TUBE 6' FROM BOTTOM DROP TUBE MIN. 6' FROM BOTTOM FUEL OIL DAY TANK DETAIL 3" E -VENT - PRIMARY 3" E -VENT - SECONDARY 2" NORMAL VENT WITH U.L USTED FLAME ARRESTOR *VENTS SHALL TERMINATE MINIMUM 12' ABOVE GRADE AND 5' FROM BUILDING OPENINGS GENERATOR 3/4" U.L USTED BRAIDED FLEX HOSE cry 2) 3/4" BALL VALVE (E) DAYTANK TO BE DECOMMISSIONED & REMOVED FROM SERVICE 4 3" EMERGENCY VENT- PRIMARY 3' EMERGENCY VENT - SECONDARY 2' NORMAL VENT 1" ANTI- SIPHON VALVE 1/2" DIA. HOLE ABOVE ALL LEVEL FOR SIPHON PROTECTION 3/4" FOR 3/4' FOS DROP TUBE 1' DROP TUBE MIN. 6" OFF BOTTOM. MC TO CUT TO FIT WITH DIFFUSER M(O 157 NOT TO SCALE NOTES: 1. U.L -142 DOUBLE WALLED TANK. 2. 100 GALLON CAPACITY. 3. FOP -1 & FOP -2 ARE PRIMARY AND SECONDARY SUPPLY PUMPS (3 GPM) CONTROLLED BY INTERNAL TANK LEVEL CONTROL PANEL (TLC -2). FACTORY INSTALLED WITH TRIM. 4. FOP -3 IS A HIGH LEVEL RETURN PUMP (4 GPM) FACTORY INSTALLED WITH TRIM. 5. FTP -2 HAS INTEGRAL LEVEL CONTROL AND ALARM. 6. IPC LABELING KIT FOR FUEL OIL 7. (2) 1" FUEL PORTS FOR FUTURE GENERATOR FOS & FOR. REVIEWED FOR CODE COMPLIANCE tagnonnlig DEC 21 2010 City of Tukwila BUILDING fivicin l RECEIVED CITY OF TUKWILA NOV 1 6 2010 PERMIT CENTER PROJECT: instry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503- 331 -0234 www.mckinstry.com HIGHLINE MEDICAL CENTER GENERATOR FUEL TANK 12844 MILITARY RD. S TUKWILA, WA 98168 REGISTRATION: REVISIONS: 11/4/10 PERMIT DOCUMENTS - DOH 11/9/10 CITY OF TUKWILA - DOH NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED , BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING D. HOLTAN C. GROTHE M. WEBB 60511 11/4/10 AS SHOWN MECHANICAL FUEL OIL SYSTEM PIPING SHEET NUMBER: M6.0 STORAGE TANK LEVEL CONTROLLER TAG# TLC -1 DESCRIPTION TANK MONITOR SERVICE FOT -1 LOCA11ON OUTSIDE BASIS OF DESIGN SENTRY POWER 120V CONTROL POWER NA TANK LEVEL CONTROL NONE TANK LEVEL READING UL BUNA SENSOR 90X (ALARM) LOCAL 103 DB BEEP ALARM TANK LEVEL CONTROL MAG. NOTES: DAY TANK CONTROLLER TAG# TLC -2 DESCRIPTION TANK LEVEL CONTROLLER SERVICE FOT -2 LOCATION FOT -2 BASIS OF DESIGN FOT -1 POWER 120V BUILDING MANAGEMENT SYSTEM INTEGRATION NA CONTROL POSITION SWITCH OFF /AUTO /LOCAL THERMAL PRINTER AND LOGGING FEATURE NO ALARM HORN SILENCE & RESET YES TANK LEVEL CONTROL MAG. TA NA 3/4" PUMP TYPE 1820 SPUR GEAR PUMP GPM 36'x16'x53' 4 PUMP HP 42'x22'x61.5' 1/3 - 7.2 FLA VOLTANGE /PHASE 18' ID WITH 3 FILL 120VAC EMERGENCY POWER 2" NO TORS LEAK SENSORS IN FOT -1, FOT -2, FOS, FOR 3. MONITORS GENERAL ALARM POINT FROM FUEL POUSHER FUEL POLISHER TAG TAG# FOT -2 FPS -1 DESCRIPTION STORAGE -DAY TANK AUTOMATED FUEL POUSHER SERVICE GENERATOR 11 FOT -1 LOCATION GENERATOR ROOM FOT -1 BASIS OF DESIGN PRYCO - PY100TULDW ALGAE X - STS 6000 -4GPM -S SERVICES TANK SIZE 142 5000 GALLONS PUMP INLET • 3/4" PUMP OUTLET NA 3/4" PUMP TYPE 1820 SPUR GEAR PUMP GPM 36'x16'x53' 4 PUMP HP 42'x22'x61.5' 1/3 - 7.2 FLA VOLTANGE /PHASE 18' ID WITH 3 FILL 120VAC EMERGENCY POWER 2" NO STARTER 3' INTEGRAL WITH PANEL DISCONNECT 3" INTEGRAL WITH PANEL DRY CONTACTS FOR REMOTE MONITORING NA 1 LEAK DETECTION 2" YES CABINET 2" 26' X 36" X 12' ALARMS 1' LOCAL AUDIBLE CONTROLLER BOX STRIP HEATER 1' NA NA 1" GEN. FUEL OIL RETURN (FLIT) NOTES: 1. 2. 3. 4. PARTICULATE REMOVAL (99X) WATER REMOVAL (NEAR 100X) SELF CONTAINED CABINET - NEMA 3R ALARMS: FILTER WATER HIGH, FILTER SATURATE), LEAK DETECTION FUEL OIL STORAGE TANK SCHEDULE TAG FOT -1 FOT -2 DESCRIPTION STORAGE -DAY TANK STORAGE -DAY TANK SERVICE GENERATOR 11 GENERATOR 11 LOCA11ON OUTSIDE GENERATOR ROOM BASIS OF DESIGN BROWN - MINNEAPOUS TANK PRYCO - PY100TULDW UL USING 2085 142 GALLONS 5,000 100 FUELING CONNECTION TOP NA TANK WEIGHT (FULL) LBS 59500 1820 INTERNAL TANK DIMENSIONS 21'7 "x 5'10.5 "x5'3.5" 36'x16'x53' EXTERNAL TANK DIMENSIONS 22'9 "x7'1.25'x5'11' 42'x22'x61.5' MANHOLE 18' ID WITH 3' FILL 18' ID WITH 3 FILL NORMAL VENT SIZE 3' 2" PRIMARY EMERGENCY VENT SIZE 8' 3' SECONDARY EMERGENCY VENT SIZE 8" 3" FUEL OIL ALL 3' TOP NA FUEL OIL SUPPLY 2' 2" FUEL OIL RETURN 2' 2" GEN. FUEL OIL SUPPLY NA 1' GEN. FUEL OIL RETURN NA 1' GEN. FUEL OIL SUPPLY (FUT) NA 1" GEN. FUEL OIL RETURN (FLIT) NA 1' FUEL OIL POUSHER SUPPLY 1' NA FUEL OIL POLISHER RETURN 1' NA FUEL OIL PUMP 1 - SUPPLY NA 2 GPM - 1 /3HP - 7.2 FLA FUEL OIL PUMP 2 - SUPPLY NA 2 GPM - 1 /3HP - 7.2 FLA FUEL OIL PUMP 3 - RETURN NA 4 GPM - 1/2 HP - 9.8 FLA TEMPERATURE GAGE PORT 2" FPT NA MECHANICAL STICK GAGE - SAMPLE PORT 2' FPT 2' FPT TANK LEVEL INDICATION DUAL CLOCK GAGE MAO PROBE MAGNETIC TANK LEVEL INDICATION PROBE NA 4" FPT ANALOG TANK LEVEL PROBE 4' FPT 4" FPT ADDMONAL BUNG QTY /SIZE (1) 4" FPT SPARE (1) 4" FPT SPARE INTERSTITIAL SPACE FUEL LEAK DETECTOR 2' FPT 2" FPT UP TO 60 PSI; SET RELIEF TO 75 PSI NOTES: 1. TOP FILL WITH 5 GALLON SPILL TANK (FOT -1) 2. SINGLE POPPET FOOT VALVE 3. AIR BREAK IN DROP TUBE TO PREVENT SIPHONING 4. TANK MFR TO PROVIDE SEISMIC CALCULATIONS FOR TANK. 5. EQUIPMENT PAD BY G.C. ID CATEGORY SERVICE DESCRIPTION MANUFACTURER, PRODUCT OR EQUAL PRESSURE TEST PROCEDURE SEISMIC INSULATION MEDIA TEST PRESSURE DURATION CODE IMPORTANCE IP FOS FOR FUEL OIL SUPPLY & RETURN FUEL PIPING FOR OIL -FIRED (DIESEL FUEL) EQUIPMENT WATER OR AIR 1.5 TIMES OPERATING PRESSURE NOT LESS THAN 5 PSIG SUCTION LINES TESTED UNDER A VACUUM OF NOT LESS THAN 20IN HG A PRESSURE OF 10 PSIG SHALL NOT BE IMPOSED ON ANY TANK CONNECTED TO PIPING 30 MINUTES OR SUFFICIENT TIME TO COMPLETE VISUAL INSPECTION NFPA 31 SECTION 8.8 1.5 NA NORMAL OPERATING PRESS & TEMP: UP TO 100 PSI; SET RELIEF TO XXX PSI N/A MATERIAL - UNDERGROUND THRU 3" FUEL - DOUBLE - CONTAINED FLEXIBLE PVDF; UL -RATED ENVIRON GEOFLEX 'D' OR APPROVED EQUAL MATERIAL VENT - DOUBLE - CONTAINED FLEXIBLE PVDF; UL -RATED ENVIRON GEOFLEX OR APPROVED EQUAL JOINTS SCREWED PER SUBMITTAL MATERIAL - ABOVE GROUND THRU 2" CARBON STEEL PIPE ASTM A53B ERW SCH STD ASME 16.5 PER SUBMITTAL JOINTS SOCKET WELD PER SUBMITTAL JOINTS THREADED (AT EQUIP OR SPECIALTY HOOK -UP) PER SUBMITTAL FITTINGS FORGED STEEL CLASS 3000 SOCKET WELD PER SUBMITTAL FITTINGS BMI; CLASS 150 PER SUBMITTAL FLANGES, UNIONS, & COUPLINGS BMI; CLASS 150 PER SUBMITTAL VALVES - ISOLATION BALL CLASS 150; NPT MORRISON 691 OR EQUAL VALVES - ISOLATION GATE CLASS 150; NPT MORRISON 3MR235 OR EQUAL VALVES - ISOLATION & EXPANSIN RELIEF GATE CLASS 150; NPT MORRISON MR535 OR EQUAL VALVES - CHECK HORIZONTAL SWING; CLASS 125 MORRISON MR246A OR EQUAL VALVES - PLUG CAST IRON; CLASS 125 RESUN 1430 SPECIALTIES PROJECT SPECIFIC - ENGINEER TO DETERMINE TBD PER SUBMITTAL 02 60 PSI GASEOUS OXYGEN LOW PRESSURE COMPRESSED GAS PIPING FOR HEALTH CARE APPLICATION NITROGEN 90 PSI 24 HOURS ALLOWED 5 PSI DROP 2006 UPC 1327.9 STANDING PRESSURE TEST 1.5 NA OPERATING PRESSURE UP TO 60 PSI; SET RELIEF TO 75 PSI PIPE MATERIAL SIZES THRU 2" COPPER TUBE ACR/MED TYPE L ASTM B88 (CLEAN AND CAP) PER SUBMITTAL JOINTS SILVER BRAZED NITROGEN PURGE PER SUBMITTAL FITTINGS WROT COPPER/BRONZE SWT JOINT PER SUBMITTAL VALVES - ISOLATION 3 -PC BALL (CLEAN AND BAGGED) MILWAUKEE BA -300S OR NIBCO T- 595 -Y -66 SPECIALTIES MISC. PER PROJECT SCHEDULE DEFINITIONS N/A N/A N/A N/A N/A N/A ABS ACRYLONITRILE BUTADIENE ST(RENE (PLASTIC PIPE) N/A ACR AIR - CONDITIONING & REFRIGERATION (CLEAN & CAPPED) N/A ASME AMERICAN SOCIETY MECHANICAL ENGINEERS N/A ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS N/A BMI BLACK MALLEABLE IRON N/A ERW ELECTRIC RESISTANCE WELD N/A F FAHRENHEIT (TEMPERATURE) N/A FT HD FEET OF HEAD (PRESSURE) N/A FPT FEMALE PIPE THREAD N/A HG INCHES MERCURY (PRESSURE) N/A IFGC INTERNATIONAL FUEL GAS CODE N/A IMC INTERNATIONAL MECHANICAL CODE N/A MED MEDICAL N/A N/A NOT APPLICABLE N/A NHCI NO -HUB CAST IRON N/A NPT NATIONAL PIPE THREAD N/A PSI POUNDS PER SQUARE INCH (PRESSURE) N/A PVC POLYVINYL CHLORIDE N/A PVDF POLYVINYLIDENE FLUORIDE (PLASTIC PIPE) N/A SCH SCHEDULE (PIPE WALL THICKNESS) N/A SCH STD SCHEDULE STANDARD N/A STD WT STANDARD WEIGHT N/A SWT SWEAT (SOLDERED JOINTS) N/A UL UNDERWRITERS LABORATORY N/A UPC UNIFORM PLUMBING CODE N/A WSEC WASHINGTON STATE ENERGY CODE N/A STORAGE OF 3 10 3 5 TANKS' dYi.i:4 TWA f1.2,4 fl 1i,4 .1 nr: -.44 z1 of,atirtgrott.itd tnrsse'i *'fst•rks StssrL' & iiate fagvJd?s - inxr`xs ). Pax. ur'i Not to rAtimf n Gangc: 'Ter ..4.0 2.5 j i 0 is L:1s :+ ai hnrtrr J5) trjr's (ft) Tp ( X7 Y1:ing mu? FrL14ad"t>'af1t) <rlsr+t ,rwr I5adi'.,fsirl?'.:'. • $.t4 (. i fi:r ]kt tit Lf �ns1, as }alit f §` to c r in rlt t1 rr ia1 :1z r.rn sill. J€11prfsfre 1 kk �ruriitiie7:)atiiikia g nn: t3tr 'rat er -rn Sr € f Srrsn t zrape�tj" ''FAt: 11.0 :1: foi t 1iiYtisP F I x s,1 >;m.e.IM.r'0i. r,,nt/ Sri[k.iil i1 fii G 1l &,xi€i1 k or frl:rik but n r:t'€'i t € #t .'% x dlr)tllr P?'r £3 z: irk r<Urr>ti 17:511 z3 }t 3t'xJtrLtlfirEFSisftF 4 tPrdlt] ri t ><.£ +. . ;f r ?3 li iakf2 Eck 4rµ tuo.'ttrsl ?rl,st trti ar4t rilyFft i J17$) aat c €�ra1 i Tf . rrF diai'rti.!Fr0 ;nk Pt'rete ;c0 oh far ex i 1s1t3"L_Y •.. D1u'.mr': rs urJ: :. ! x dio.r1'srtkt'r. ?s trtnk :. k 2 � N<1 ta€I :bent �r 1 • not rx.rr rl;..st31t 11; Tit-NJG, i 1 - 1 • • lott. rANK .,71,05-0N -. ale ?XaL rs. Loc mA-nitAF LAB ;P)ri4 N PLAN NOTES: (Foundation Plan) 1. SEE ATTACHED TYPICAL FOUNDATION DETAILS. 2. BOTTOM OF ALL FOUNDATIONS SHALL BE 18" MINIMUM BELOW LOWEST ADJACENT GRADE, U.O.N. 3. SLAB ON GRADE SHALL BE 6" MINIMUM THICKNESS. REINFORCE WITH #4 @ 12" o.c. EACH WAY CENTERED IN SLAB. PROVIDE 6" MINIMUM FREE DRAINING GRAVEL OVER FIRM NATIVE SOILS. 4. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 5. DO NOT SCALE DRAWINGS. DIMENSIONS PROVIDED FOR INFORMATION ONLY. VERIFY ALL DIMENSIONS PER MECHANICAL DRAWINGS AND TANK MANUFACTURER. • SFRANK FRANK CO. 4742 42nd Ave SW #297 Seattle, WA 98116 Ph: 206.579.8160 AMC. �iJl:'L s Project EQUIPMENT PAD NOT TO SCALE Date 111124 to oniS- 2d10�2`1 Prof. No. Design Sheet FUEL_ TANK FoOT BY OTHERS PROVIDE . °�� no ANCHOR BOLTS W /3" PLATE WASHERS EACH Ref OF P461.-- TANK [(8) TOTAL] W /8" EMBED ;x012 "0C BOTTOM TRANSVERSE (2)#1- CONTINUOUS BOTTOM LONG SLAB ON GRADE & REINFORCING PER PLAN FOOTING DETAIL FUEL TANK Fool, by on-ha es 1c&( $oI-T reg AETkt (2)#5 CONTINUOUS BOTTOM SLAB ON GRADE & 1- - I REINFORCING PER PLAN FOOTING DETAIL Statement of Special Inspections Verification and inspection Continuous Periodic Referenced Standard Concrete 1. Inspection of reinforcing steel, including prestressing tendons, X ACI 318: 3.5, 7.1 -7.7 placement of concrete where allowable loads have been increased X 3. Verifying use of required design mix X 4. At the time fresh concrete is sampled to fabricate specimens for strength tests, perform slump and air content tests, and X ASTM C172, ASTM C 31, ACI 318: 5.6, 5.8 5. Inspection of concrete and shotcrete placement for proper X ACI 318: 5.9, 5.10 6. Inspection for maintenance of specified curing temperatures X ACI 318: 5.11 -5.13 7. Verification of in -situ concrete strength prior to removal of shores and forms from beams and structural slabs ACI 318: 6.2 8. Inspect formwork for shape, location and dimensions of the X ACI 318: 6.1.1 Soils 1. Verify materials below footings are adequate to achieve the design bearing capacity X 2. Verify excavations are extended to proper depth and have X 3. Perform classification and testing of controlled fill materials X 4. Verify use of proper materials, densities, and lift thicknesses X 5. Prior to placement of controlled fill, observe subgrade and X STATEMENT OF INSPECTIONS NOT TO SCALE — REVIEWED FOR CODE COMPLIANCE ARM IJEC 21 2010 City of Tukwila BUILDINGDI1!ISICitI crryRERRIEA lute' 10 2010 PERMIT CENIER MO161 •fRANK•co• Structural. engineering PROJECT: HIGHLINE MEDICAL CENTER GENERATOR FUEL TANK 12844 MILITARY RD. S TUKWILA, WA 98168 REGISTRATION: REVISIONS: 12/7/10 CITY OF TUKWILA - REV1 NO. DATE DESCRIPTION McKINSTRY DIVISION: ENGINEERING DESIGNED BY: LIZ FEKETE DRAWN BY: CHECKED BY: LIZ FEKETE JOB NUMBER: DATE: 12/7/10 SCALE: AS SHOWN SHEET TITLE: STRUCTURAL SHEET NUMBER: CORRECTION LTf# S1.0